The calibration of material parameters and the selection of models in some literatures are summarized and counted. It can be concluded that the parallel bond model is mostly used for rock types, and the contact bond model is mostly used for loess types.
1. Granite-parallel bonding model
2. Marble-parallel bonding model
3. Rock sample-parallel bonding model
4. Structural loess-cement contact model
5. Hard rock-parallel bonding model
6. Loess-contact bonding model
7. Soil-rock mixture-
8. Loess-contact bonding model
9. Dredging sludge-
10. Structural loess-cement contact model
11. Remodeling soil - undisturbed soil - flexible particle clusters
